Wells And Drains DWG Block for AutoCAD

Drains and connections of pipes – Dimensions and reinforcement

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

H: variable, Var., Var., Var., Var, Var., Min., variable, Min., reinforced concrete, concrete, top, typical, Typical ring, H: variable, scale, Concrete inspection well, Var., tube, Filled with material from, Of the without roots, Compacted matter, Density of the original material, Track structure, Vibration compacted, Filled with granular material, Typical cross-section, scale, Alignment, The pipeline should not be covered until they have been verified, Sinks pipe connections, Filling sale of products, date, Code file, Approved for construction, Approved by designer, date, Reinforcement dimensions, Indicated, scale, I verify, design, drawing, Project no. do not. Of charge, date, Rev, description, Conventions, Approved, The reinforcing steel must be of quality for, Notes material specifications, All concrete must be of quality, from to, Rainwater zone, plant, General project plan, Reference drawings, beam, window, A.d., mortar, layer of, Poor concrete, pipeline, Output, cut, scale, Var, window, A.d., mortar, Poor concrete, layer of, Pav. finished, window, A.d., Poor concrete, layer of, pipeline, Output, Var., Var., window, beam, A.d., layer of, poor, Mortar of canuelas, Var., cut, scale, cross-section, scale, Sinks, scale, gate, Vertical guided, plant, scale, Poor concrete, layer of, scale, cut, scale, cut, scale, box, Separator, box, Comes from, Sum, go to, water well, Sum, Comes from, Separator, box, Comes from, Sum, Comes from, Sum, go to, water well, A.d., layer of, Poor concrete, window, see detail, Tapas, projection, Poor concrete, layer of, A.d., steering wheel, Oily water zone, Wall, detail, scale, Min., Torino type, Comes from, Torino type, Vertical guided, gate, Vertical guided, Torino type, gate, steering wheel, stem, Bearings, Guides, Integrally, Waterproofed in, Sika for all, Boxes, scale, cross-section, Pipe foundation, scale, Sinks, steering wheel, sink, scale, Tapas, A.d., A.d., Tapas, top, see detail, top, see detail, top, scale, detail, scale, see detail, top, Patios, A.c., A.d., Both directions, both faces, sink, General Review, Canuela in mortar, Integrally, With sika, Waterproof, stairs, of cat, General Review, Concrete pit canyon, According to construction

Raw text data extracted from CAD file:

0.20 .15 1.20 .15 .15 0.70 .15 .05 0.20 0.50 (MINIMO) H: VARIABLE 1.25 0.60 0.40 0.90 .10 dE/4(>0.10m) dE/6 VAR. .15 0.70 .15 .15 .15 .10 .10 VAR. .10 .15 1.20 .15 .10 0.08 0.07 0.07 .15 d .15 .07 VAR. .07 VAR .07 .07 .15 0.83 0.33 0.33 1.03 .15 0.90 .15 .15 1.20 .15 .10 5de/6 VAR. .07 .07 d=1.20 Min. \A1;1.25 \A1;.10 \A1;.10 \A1;0.40 \A1;H: VARIABLE \A1;0.90 \A1;0.60 \A1;0.50 (MINIMO) \A1;0.20 \A1;0.20 \A1;VAR. \A1;5de/6 \A1;dE/4(>0.10m) \A1;dE/6 \A1;.10 \A1;.15 \A1;1.20 \A1;.15 \A1;.15 \A1;0.70 \A1;.15 \A1;.07 \A1;VAR \A1;.15 \A1;.05 \A1;.15 \A1;0.70 \A1;.15 \A1;VAR. \A1;.15 \A1;VAR. \A1;VAR. \A1;.10 \A1;.15 \A1;1.20 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;0.08 \A1;0.07 \A1;0.07 \A1;.15 \A1;d=1.20 Min. \A1;d \A1;.07 \A1;.07 \A1;.07 \A1;.15 \A1;0.33 \A1;1.03 \A1;.07 \A1;.07 \A1;0.83 \A1;0.33 \A1;.15 \A1;0.90 \A1;.15 \A1;.15 \A1;1.20 \A1;.15 CONCRETO REFORZADO 210 Kg/cm2 CONCRETO CONCRETO 210 Kg/cm2 TAPA 1.25 0.045 .10 TIPICO #2c/.20 #3c/.10 ANILLO TIPICO .10 0.40 H: VARIABLE 0.90 0.60 ESCALA 1:25 POZO DE INSPECCION EN CONCRETO 0.50 (MINIMO) 0.20 0.20 (MINIMO) (MINIMO) VAR. C TUBO L 5de/6 dE/4(>0.10m) dE/6 RELLENO CON MATERIAL PROVENIENTE DE LA ESCAVACION, SIN RAICES O MATERIA ORGANICA, COMPACTADA A LA DENSIDAD DEL MATERIAL ORIGINAL ESTRUCTURA DE LA VIA (d<12mm) COMPACTADO POR VIBRACION RELLENO CON MATERIAL GRANULAR CORTE TRANSVERSAL TIPICO ESCALA 1:25 EL ALINEAMIENTO , LA PENDIENTE Y LA ESTANQUEIDAD LA TUBERIA NO DEBERA CUBRIRSE HASTA TANTO NO SE HAYAN VERIFICADO 3. SUMIDEROS Y CONEXIONES DE TUBERIA LLENADERO VENTA DE PRODUCTOS Fecha Codigo Archivo APROBADO PARA CONSTRUCCION APROBADO POR DISENADOR Fecha DIMENSIONES - REFUERZO INDICADAS Escala : Verifico Diseno ~ Dibujo Proyecto No. No. de Cargo R E V I S I O N E S FECHA REV DESCRIPCION CONVENCIONES : APROBO EL ACERO DE REFUERZO DEBERA SER DE CALIDAD fy>2400 K/cm2 PARA d<3/8" NOTAS Y ESPECIFICACIONES DE MATERIALES TODO EL CONCRETO DEBERA SER DE CALIDAD f'c>245 K/cm2 Y DE fy>4200 K/cm2 PARA d>3/8″ 1. 2. ZONA DE LLENADEROS-DRENAJE AGUAS LLUVIAS PLANTA GENERAL-EJES-DIMENSIONES PLANTA GENERAL DEL PROYECTO DIBUJOS DE REFERENCIA 132.02-2007 132.02-2003 132.02-2001 N L O C A L I Z A C I O N VIGA VENTANA .10 .15 1.20 .15 #3c/.15 A.D. MORTERO 1:2 CAPA DE CONCRETO POBRE e=0.05 m TUBERIA DE SALIDA CORTE 1-1 ESCALA 1:25 .15 0.70 .15 1 1 .07 VAR .15 .05 2#5 #3c/.10 VENTANA #3c/.15 A.D. MORTERO e=0.05 m CONCRETO POBRE CAPA DE PAV. TERMINADO #3c/.10 VENTANA #3c/.15 A.D. e=0.05 m CONCRETO POBRE CAPA DE TUBERIA DE SALIDA .15 0.70 .15 1 1 VAR. .15 VAR. VENTANA VIGA #3c/.15 A.D. CAPA DE C0NCRETO POBRE e=0.05 m MORTERO 1:2 DE CANUELAS VAR. .10 CORTE 1-1 ESCALA 1:25 .15 1.20 .15 CORTE TRANSVERSAL ESCALA 1:25 SUMIDEROS 1,2 Y 7 ESCALA 1:25 2 2 4 4 3 3 COMPUERTA VERTICAL GUIADA PLANTA ESCALA 1:25 e=0.05 m CONCRETO POBRE CAPA DE ESCALA 1:25 CORTE 2-2 CORTE 3-3 ESCALA 1:25 CORTE 4-4 ESCALA 1:25 A CAJA SEPARADORA SEPARADORA A CAJA VIENE DEL SUM. 3 VA AL POZO 5 SUM. 6 VIENE DEL SEPARADORA A CAJA VIENE DEL SUM. 6 SUM. 3 VIENE DEL SUM. 3 VA AL POZO 5 #3c/.15 A.D. #3c/.15 A.D. #3c/.15 A.D. 2#5 #3c/.10 CAPA DE CONCRETO POBRE e=0.05 m VENTANA 2#5 VER DETALLE 1 DE TAPAS PROYECCION CONCRETO POBRE CAPA DE e=0.05 m #3c/.15 A.D. VOLANTE ZONA DE LLENADEROS-DRENAJE AGUAS ACEITOSAS 132.02-2008 2#5 #3c/.10 .15 .10 .10 MURO 2 x3/16″ 0.08 0.07 0.07 DETALLE 1 ESCALA 1:5 2#5 .15 d=1.20 Min. dE d TIPO TORINO CH0103001 VIENE DEL TIPO TORINO CH0103001 VERTICAL GUIADA COMPUERTA VERTICAL GUIADA TIPO TORINO CH0103001 COMPUERTA VOLANTE VASTAGO CHUMACERAS GUIAS INTEGRALMENTE IMPERMEABILIZADAS EN SIKA 1 PARA TODAS LAS CAJAS ESCALA 1:25 CORTE TRANSVERSAL CIMENTACION TUBERIA d=3/4″ 2 d1/2″ .07 .07 .07 .15 ESCALA 1:25 SUMIDEROS 3,6,8 Y 9 d=1/2″c/.10 d=1/2″c/.10 d=1/2″c/.10 d=1/2″c/.10 VOLANTE SUMIDERO 4 ESCALA 1:25 0.33 1.03 .07 (SON 4 TAPAS DE 1.03x 0.33) #3c/.20 A.D. 3#4 3#4 2 d1/2″ d=3/4″ #3c/.20 A.D. (SON 4 TAPAS DE 0.83x 0.33) .07 2 d1/2″ 0.83 0.33 2 d1/2″ TAPA VER DETALLE 2 VER DETALLE 3 TAPA VER DETALLE 3 TAPA ESCALA 1:10 DETALLE 2 DETALLE 3 ESCALA 1:10 VER DETALLE 2 TAPA .15 5 .15 .15 5 .15 2 d1/2″ 2 d1/2″ Y/O PATIOS A.C. A.D. AMBAS DIRECCIONES AMBAS CARAS 1 / 2 / 2 x3/16″ 1 2 80.36 79.41 79.50 80.95 1. 5. 2. 3. 7. 6. 4. 79.65 79.82 9. 8. 81.95 79.61 77.92 80.45 77.60 77.99 77.14 77.22 78.81 77.76 76.01 81.70 79.36 78.90 79.50 79.40 79.16 79.25 79.40 79.50 79.40 80.11 80.60 D SUMIDERO A C B — — — — — — — A B C D A B C 1. REVISION GENERAL CANUELA EN MORTERO 1:2 INTEGRALMENTE CON SIKA 1 IMPERMEABILIZADO f’c>210 Kg/cm2 ESCALERA DE GATO REVISION GENERAL 2. 3. CANUELA POZO DE CONCRETO SEGUN CONSTRUCCION 4.